Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001117 DEA: 033G4304 EFIS: 0324000127
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-89-0.0/8.5
Work Description: COLD PLANE AC PVMT AND HMA (TYPE A) OVERLAY.
Location Description: EL DORADO COUNTY NEAR MEYERS FROM ALPINE COUNTY LINE TO POMO STREET
Contractor Name: ALL-AMERICAN CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-07-02-5
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2026
The quantity of what the sample constitutes: 2 boxes 350 tons out
A brief description of the sample: 1/2"HMA-A-SP-12%RAP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tahoe Asphalt
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 15
HMA Mix Number: 2001
Binder content (%): 5.2
Virgin binder PG: PG 64-28
Design binder PG: PG 64-28
Binder Supplier: VSS Emultech
RAP content (%): 12
WMA Additives: No
Antistrip type:
DIME Test ID: 2026-07-02-5-1
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/03/2026
Date Tested: 07/03/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7402.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1806.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8510 grams
|
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Temperature of Water
|
25 °F
|
|
Specific Gravity for Sample 1
|
2.585
|
|
Theoretical maximum density at 25°C (77°F)
|
2578 kg/m^3
|
DIME Test ID: 2026-07-02-5-2
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 07/03/2026
Date Tested: 07/03/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3881.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6038 g
|
|
Corrected Asphalt Binder Content
|
5.06 %
|
|
Mass of HMA Sample prior to ignition
|
2156.7 g
|
|
Mass Loss
|
125.5 g
|
|
Mass of aggregate remaining after ignition
|
2031.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.76 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
